Water softener control valve and baffle



March 5, 1963 s. A. LUNDI-:EN 3,079,919

WATER SOFTENER CONTROL VALVE AND BAFFLE Filed March 23, 1960 2 Sheets-Sheet 1 ,4T ToRNEyf March 5, 1963 s. A. LUNDEEN 3,079,949

' WATER SOFTENER CONTROL VALVE AND BAFFLE Filed March 23, 1960 2 Sheets-Sheet 2 FIG. 6

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.STANLEY/4. u/voEE/v .4v-TaRNEYs' Patented Mar. 5, i953 3,il79,949 WATER SFIENER CNTRGL VALVE AND BAFFLE Staniey A. Lundeen, 29456 Stinson Blvd., Minneapolis i8, Minn. Filed Mar. 23, 196i), Ser. No. l7,933 Claims. (Cl. 137S99.1)

This invention relates to a baille means for use in a water softening system. More particularly, this invention relates to a baille means for use in conjunction with Iche control valve means of an automatic water softening system.

The principal object of this invention is to provide baille means between the bed of water softening mineral and the drain outlet of the control valve of a water softening system to eliminate loss of water softening mineral through the drain valve during regeneration of the softening mineral and for imparting a circular or spiral ilow to incoming hard water introduced to the water softening tank of a water softening system.

Other objects of the invention will become apparent as the description proceeds.

To the accomplishment of the foregoing and related ends, this invention then comprises the features hereinafter fully described and particularly pointed out in the claims, the following description setting forth in detail Vcertain illustrative embodiments of the invention, these being indicative, however, of but a few of the various ways in which the principles of the invention may be employed.

The invention is illustrated by the drawings in which the same numerals refer to corresponding parts and in which:

FIGURE 1 is a vertical section through an exemplary control valve for an automatic water softening system having the baille means of this invention secured thereto;

FIGURE 2 is a bottom plan view of the baffle means and control valve of FIGURE 1;

FIGURE 3 is a top plan view of the baille means per se;

FIGURE 4 is a top plan view of a modified form of baille means;

FIGURE 5 is a top plan view of a further modied Ibale means; and

FIGURE 6 is a schematic representation of the elements of a control valve means with which the baille of .the present invention may be utilized, shown in conjunction with other elements of an automatic water softening system operatively connected to control a three phase regeneration cycle.

Referring lto the drawings, the baffle means is indicated generally at 19. The bale means l0 is shown in combination with the control valve means 11 of a water softening system mounted ou and secured to a central annular projecting collar or boss l2 extending from the bottom face of the control valve means. The exemplary form of valve means illustrated is the subject 4matter of my co-pending application Serial No. 716,151. The present invention will be described with particular reference to its use in combination with the valve means of my co-pending application, but it is to be understood that the baille means of the present invention is of general utility in combination with other similar water softener control valves.

The control valve 11 includes a base ilange 13 adapted to be secured to the open end of the mineral tank of a water softening system. The bottom surface of the ilange 13 is provided with an annular groove 14 adapted to receive a resilient O-ring or other gasket means to form a seal to prevent leakage between the top of the Water softening tank and the bottom of the valve body. Suitable fastening means are provided for securing the valve means to the mineral tank. The annular collar or boss 12 projecting from the bottom of the valve body and supporting the baille means 10 is adapted to receive the upper end of a pipe or tube connecting the control valve means with the bottom of the mineral tank and thus functions as a soft water inlet to the control valve. The inner surface of the boss l2 is provided with an annular groove 15 adapted to receive a resilient O-ring to frictionally engage the end of the tube inserted in the annular opening and to prevent leakage around that tube.

The control valve means is provided with a hard water inlet port i6 adapted to be connected by means of conventional plumbing connections and fittings to any domestic or commercial water distribution system supplying hard Water. The control valve means is also provided with a soft water outlet port 17 adapted to be connected by means of conventional plumbing fittings to any commercial or domestic water distribution system for supplying soft water to the taps and faucets of that system. Hard water inlet 16 communicates directly with a chamber 1S integrally formed in the body of the valve means. Chamber 18 also communicates directly with a lower .pressure chamber 19 of a first pressure controlled diaphragm valve, indicated generally at 2li.

A cap 21 provided with a shallow bowl-shaped depression Z2 which acts as an upper pressure chamber in the completed diaphragm valve is adapted to be secured over the lower pressure chamber 19 by means of screws or bolts or equivalent fastening means. A resilient diaphragm 23 is fitted between opposed faces of the cap 21 and the portion of the control valve body surrounding the lower pressure chamber 19. The lower pressure chamber 19 is provided with a central annular valve seat iitting 24 whose central channel 25 communicates directly with a hard water outlet port 25 leading to the top of the mineral water softening tank through the baille means 10.

When the water pressure in the lower pressure chamber 19 exceeds the total pressure in the upper pressure chamber 22, the diaphragm valve 20 is opened and permits flow of hard water from the hard water inlent 16 through the chamber 1S through the lower pressurechamber 19 and thence through channel 2S to the outlet port Z6 to the bale means and thence to the water softening bed. Means are provided in the cap 21 for interrupting this normal ilow during regeneration of the mineral water softening bed by applying increased pressure on the upper side of the resilient diaphragm 23 in the upper pressure chamber 22. These means include a port 27 and ball valving member 28 for controlling ilow of water to the chamber 22 to assist spring 29 to force the diaphragm 23 against the valve iitting 24 to shut olf the normal flow of incoming hard water during a regeneration cycle.

The entry chamber 18 from the hard water inlet 16 also communicates directly with the lower pressure chamber 30 of a second pressure controlled diaphragm valve, indicated generally at 31. The lower pressure chamber 39 is in the form of a shallow depression formed integrally with the control valve body. A cap 32 is adapted to be fitted over the lower pressure chamber 36 and secured by suitable fastening elements. The cap 32 is provided with a shallow bowl-shaped depression 33 which serves as an upper pressure chamber in the assembled valve. A resilient diaphragm 34 is fitted between the opposed faces of the control valve body surrounding the lower pressure chamber 3Q and cap 32 so that when the cap is secured in place on the control valve body, a Huid-tight seal is formed. An annular valve seat 35 is fitted into a central opening in the bottom wall of the lower pressure chamber Sfr of the second diaphragm valve 31.

Central channel 36 through the valve seat element 35 communicates directly with an interior chamber 37 in the control valve body. A one-Way check valve element 38 seats in an opening in the bottom wall of chamber 37 which communicates with the chamber 39 contained within the boss 12 in the bottom of the control Valve body. The check Valve element 3S prevents ow from chamber 37 to chamber 39 when the water pressure in chamber 37 is greater than that in chamber 39, but permits flow in the opposite direction when pressure in chamber 39 is greater than that in chamber 37. The check valve comprises a flat disc having a peripheral annular groove iitted with a resilient O-ring and Vprovided with a depending pilot stem formed from two identical slotted sheet metal pieces tted together at right angles to one another in their respective slots and soldered or similarly secured to .the 'bottom surface of the disc.

Soft water outlet 17 communicates directly with chamber 37.` So long as the pressure in the upper pressure chamber 33 is greater than that in lower pressure chamber 3i), as is true during the normal water softening cycle Y of a. water softening system, the resilient diaphragm 34 is held in place against the valve seat 35 and the second diaphragm valve 31 is closed. Thus, during the normal water softening cycle, soft water from the mineral water softening bed enters chamber 39 from the tube held inthe boss 12 and lifts the check valve elements 38 so that soft 'water may flow into `the chamber 37'and out through the vsoft water outlet 17. On the other hand, when pressure is greater in lower pressure chamber 30 than in the upper pressure chamber 33, as is true during the regeneration cycle of the water softening system, then the resilient diaphragm is forced away from the valve seat 35 and the 'second diaphragm valve 31 is opened. Thus, during regeneration, hard water from the hard water inlet 16 is bypassed through chamber 18 into lower pressure chamber 30 through channel 36 to chamber 37 and soft water outlet 17. In this way, if any of the soft water taps connected to the water softening system are opened during the lperiod that regeneration is taking place, fresh (but hard) water `will be drawn from those taps.

.A coil spring 43 normally urges the resilient diaphragm -34 against the valve seat 35 to maintain the diaphragm valve 31 in closed position. Fluid pressure is introduced in-to the Aupper pressure chamber 30 by means of a duct 44 in the rim of cap 32 through an opening adjacent to the edge of diaphragm 34 which in turn communicates with a duet 45 through the control valve body and drain channel 46. Drain channel 46 communicates directly with the top of the water softening tank through the baille means. Thus, the full pressure of the top of the Ywater softening tank, which is substantially the pressure of the hard water main, is maintained against the top of the resilient diaphragm 34 during the water softening cycle.

`YI'he drain ch-annel 46 communicates directly with an interior chamber 47 in the control Valve body. The upper portion of chamber 47 is tapped to receive the threaded body of a diaphragm drain valve, indicated generally at 48. The diaphragm drain valve 48 includes a threaded casing 49 provided with a shallow bowl-shaped interior udepression 50 which serves as a lower pressure chamber for fthe drain valve. The valve casing 49 is provided with a central annular channel `1 which `serves as an extension of the pressure chamber 50 and a somewhat narrower outlet channel or port 5 2'communioating With the chamber 47 in the control valve body. The lower end of the outlet port 52 is provided with an annular groove into which there is fitted a resilient O-ring 5-3. A port (not shown) in the wall of the drain valve casing .communicates with Vpressure chamber 50 and discharges to a suitable sewer drain.

The diaphragm drain valve 48 includes a cap 55 provided with an interior shallow blow-shaped depression 56 which functions as an upper Vpressure chamber in the completed valve. A resilient diaphragm 57 is fitted be- :tween the opposed faces of the casing 49 and the cap 55.

Depending from the center of diaphragm S7 is a valving member including an elongated stem 58 at the end of which is a frusto-conical valve element adapted to seat within the resilient O-ringy 53. An open three-footed spider or bridging member 60 rests in the bottom of the pressure chamber extension 51 and provides a seat for a coil spring 61 which normally urges the resilient diaphragm 57 upwardly so as to maintain the conical valving element 59 seated against the O-ring 53 Iso that, during lthe water softening cycle, the drain valve 48 is maintained closed. The function of the spider 60 is to permit free flow of water through the valve to the sewer drain when the valve is open.

Because of the pressure of coil spring 61, the dia'- phragm drain valve 48 will normally be closed. However, upon introduction of pressure to the 4upper pressure chamber 56 during a regenerating cycle through ports (not shown), sufficient' pressure is exerted to' overcome the pressure exerted by the coil spring and the plunger is moved so that the valveis opened and flow from the top of the water softener tank through the bale means .16 into drain channel 46 and chamber 47 into the drain valve body and out to the sewer drain will be permitted. A one Way check valve 62 is disposed in an opening in the bottom wall of chamber 47 connecting with an inlet port 63 to the control valve body. As described in my co-pending application, this port is utilized where it lis desired to force brine twice through the softening 'bed of mineral material in the water softening tank. Where this double contact of the mineral with brine is not nec# essary, the check valve 62 may be removed and port 63 closed with a plug.

The baie means 10 includes a generally 'dat and arcuate horizontal bottom wall portion 65 extending about ya central opening 66. The bottom wall 65 extends only part ofthe 'way about 'the central opening 66. The spaced apart edges of the bottom wall 65 define an inletoutlet port 67 for flow into and out from the batiie means. The bottom wall member 65 of the halide means is provided at its outer edge with an upstanding vertical annular wall 68. Vertical wall 63 extends the entire distance around the outer edge of the bottom wall member 65 and the space defining .the port 67. Bottom .wall 65 ex# tends between about 80 and 90 percent of the periphery of the outer wall, the remaining space enclosing port V67. A Wall 69 projects generally vertically upward from bottom wall 65 '.andinwardly from annular outer wall 68 adjacent one edge of port 67. Wall 69 is preferably vertical and radial although it'may if desired be disposed obliquely extending over port 67. It may likewise be varied lslightly from radial. Wall 69 is co-extensive in height with annular outer wall 68 and in the formV shown extends radially inwardly to the periphery of the central opening 66. The free edge surface 70 of the bottom wall member 65 at the opposite side of port 67 from radial wall 69 is preferably curved or beveled from the inner horizontal surface so as to minimize Ythe ow-impeding effect of the edge surface at this point. The edge 70 also preferably does not lie on a radius of annular outer Wall 68 or central opening'66, Ybut instead is more nearly parallel with the radial wall 68. The eiect of this is to Widen the innerV edge of 'port 67 adjacent the circular boss 12 when when the baeis in'place on the bottom of a control valve means. The edge 70 is desirably inclined away from radial'wall 69 at an angle between about 5 and l5 'degrees from the radius line. Y The baffle means 10 is iitted tothe control valve body against the bottomv face thereof. The'central opening 66 fits with a slide lit about the boss 12 of Vthe Valve body and the top edges of the annular outerwall 68 and Wall 69 butt against the bottom face of the valve body. 'The bale means is disposed lso that the hard water outlet port 26 of the valve means lies immediately above the portion of the bottom wall 65 whichV is separated from port 67 by means of the wall 69. Thus, incoming hard water flowing through the valve means and out through the outlet port 26 enters the baffle means and flows through the annular chamber 71 defined by the outer periphery of the boss 12, the inner periphery of annular Wall 68, the bottom face of the valve body and the top surface of bottom wall 65. The incoming hard water is thus forced to ow in a circuitous path more than 3A of the distance about the bale means before it is discharged into the water softening tank through port 67. In its course of travel through the annular chamber, a rotating or swirling motion is imparted to the water flow which is retained after the incoming hard water flow enters the water softening tank before becoming dissipated in the free board of the tank. The result is that the incoming hard water does not disturb the top surface of the bed of water softening minerals by gouging a depression in that surface as is often the case when the hard Water enters as a vertical jet.

As best seen in FGURE 2, drain channel 46 is positioned in the bottom of the control valve body diametrically opposite from the hard water outlet. Thus, during the regeneration cycle, when brine is forced upwardly through the bed of water softening mineral in the water softening tank and discharged to a sewer, the flow of brine is upwardly through the water softening tank into port 67 of the baille means. lt must then travel about 1/a of the length of annular chamber 7l before escaping through drain channel 46 and out through the drain valve to the sewer. Because of the circuitous path which the brine must travel, any particles of water softening mineral carried along with the brine tend to fall by the wayside and be left behind instead of being carried through to the sewer and lost from the water softening tank.

As a means of preventing loss of water softening mineral from the water softening tank, the baffle of this invention has been found to be superior to screen means conventionally used for this purpose. Screens tend to become clogged and impede the flow of brine and water therethrough. Because the water softening mineral has a specific gravity in excess of that of brine, its normal movement is to sink rather than to rise in brine. Because of this, minimum impedence to any mineral particles caught up in the brine flow is sumcient to retard the movement of the mineral particles and cause them to drop back to the mineral bed in the water softening tank.

The baffle means of this invention performs two separrate functions. During the normal water softening cycle, it imparts a circular rotary movement to the inflowing hard water into the water softening tank and thus prevents disturbance of the mineral bed in the tank by the inflowing hard water. During the regeneration cycle the baille means provides minimum obstruction to the flow of brine and rinse water from the Water softening tank to the drain sewer sufficient to prevent outflow of particles of water softening mineral from the Water softening tank, but without materially retarding the outflow of brine and rinse water to the drain.

ln order to secure the baffle means in place on the control valve body and to prevent rotation of the baffle means with respect to the control valve, hard water port and drain channel, there is provided a plurality of notches 72 formed in the outside surface of the bottom wall member 65 adjacent the periphery of central opening 6d. The bai-lle means is t against the bottom surface of the control valve body around the boss 12 and rotated until it is in proper position with the hard water port just inside of the radial Wall 69' away from port 67. The baffle means is then locked in this position by swaging or peening the metal of the boss 12 into the notches 72. r.the swaging or peening forms ears or tabs 73 of the valve body metal which tit into the beveled notches and secure the baille means with the upper edge of the outer annular Wall 68 tightly abutting against the bottom surface of the control valve body and keying the baffle means against rotation.

The ybrass or bronze of which the valve body is formed is easily worked to form the locking tabs.

In FIGURE 4 there is shown a modified form of baille means construction. This modification is designated generally as iti/A. The baille means flA is provided with a plurality of vertical radial fins or vanes 74 extending inwardly from e annular outer Wall 68 and outwardly from central opening 66. The fins or vanes 74 are positioned in the baffle means between port 67 and that portion of the bail e means which underlies the drain channel 46 when the baffle means is in place on the control valve body. Thus, the ns or varies 74 lie in that approximately 1/s portion of the annular channel of the baille means beginning at the free beveled edge '76 of the bottom wall member 65. he fins 74 desirably extend vertically coextensive with the outer wall 63 and radially inwardly to a distance equal to about 1/s to 17a the width of the annular channel 7l.

The tins 74 are intended to provide a more tortuous and circuitous path for the brine and rinse Water flowing toward the drain, but without substantially impeding that flow. Thus, the radial extension of the fins may vary depending upon the overall cross-sectional area of the annular channel 71.` The fins may extend inwardly a greater distance for larger channels and lesser distances for smaller channels.

In FIGURE 5 there is shown a further modified form of barile means indicated generally at 10B. This modified from a baffle means is characterized by the provision of an inner annular wall 75 adjacent the central opening do. Wall '75 extends vertically upwardly from the inner periphery of bottom wall member adjacent the central opening do. Wall is preferably co-extensive in height with Wall 63. Wall 75 imparts greater strength to the baffle means structure. It may be co-extensive with the inner edge of the bottom wall member 65 as shown in PlGURE 5, which imparts some resiliency to the inner wall; or, where greater rigidity is desired, the inner wall may be annular bridging the port 67. The inner Wall structure 75 may be utilized in conjunction with fins 74 as shown in the embodiment of FIGURE 4 provided always that the cross-sectional area of the annular channel formed is adequate to permit relatively unimpeded flow therethrough.

The baffle means of this invention is desirably molded in one piece from a synthetic resinous material, such as high impact styrene, nylon, high density polyethylene, and the like. Since, -in normal use, it is hidden from view, the transparency of the baffle means is of no import. However, for demonstration purposes in transparent models, it is desirably formed from a transparent material, such as acrylic resins, available under the trademark Lucite The baffle means may, of course, likewise be formed of metal, such as brass.

Referring now to FIGURE 6 of the drawings, the baffle means of this invention is shown schematically in combination with one exemplary form of control valve (which is the control valve of my copending application Serial No. 7l6,l5l) mounted on the top of an elongated and upright tank S0 adapted to contain a supply or bed 81 of a Water softening ion exchange material, such as zeolite, to

a level at about one-half to three-fourths of the tanksV volumetric capacity to leave a freeboard area 82 at the top of the tank. Tank Sil is desirably formed of noncorrosive reinforced synthetic resinous material and is preferably provided with a rounded bottom.

rhe tank is provided with a central tubular conduit d3 whose upper end is fitted into the projecting collar or boss l2 on the bottom of the control valve means to which the baille l@ is fitted and is held in place by a resilient O-ring in lthe annular groove l5. Tube 33 is likewise preferably formed from a noncorrosive synthetic resinous material. The lower end of tube 83 terminates in a bell supported by feet just off the surface of the bottom of the tank Si?. A .fine screen 85 stretched across the bottom ofthe inverted bell 84 prevents the ion exchange material in the tank from being drawn into Ythe central vertical tube,

The control valve means is connected into a Water distribution system with the hard water inlet V16 connected to a Source of ,hard Water and with the soft Water outlet 17 connected on the discharge side of -the distribution system.V During the softening cycle, the pressures upon diaphragrns in diaphragm valves 20 and 31 are such that the diaphragms assume tbe'positions shown in broken lines in FIGURE 6. Diaphragm valve 20 is opened and diaphragm valve 31 is closed. During the softening cycle hard water enters lthrough inlet 16 to chamber 13. Flow 'through diaphragm valve 31 is prevented because the greater pressure on the top, of the diaphragm in that valve Vmaintains the valve closed.

` Port S6 is permanently opened so that the pressure of `the hard water supply is maintained in line 87 to maintain pressure upon the top of the resilient diaphragm in the metering valve 88,. The metering valve per se is the subject of my copending application Serial No. 676,777. Any flow of water from line 87 is prevented by solenoid Yactuated, valves 89, 90 and 91, which remain closed during the water softening cycle.` Because the pressure exerted by the hard water supply main on the lower side of the diaphragm in diaphragm valve 20 is greater Ithan the pressure on the upper side of the diaphragm that valve remains open. Hard Water may thus ow through Valve 20, to chamber l26 and througbtthe baille 10 into the top ofthe water softening tank 80. The hard water is forced down through a bed of mineral 81 in the tank 80 and in .the course of its passage becomes softened by iontexchange, ,as is well understood in the art. The resulting soft water enters the inverted bell at the bottom of the Ftank and isforced upwardly through tube 83 to the chamber 39 at the bottom of the control valve. Outward iow from chamber 39 through channel 92 is prevented by virtue of check valve 93 and the fact that diaphragm valve 94 is maintained closed by spring pressure and by the water pressure of the tank against the plunger to hold it closed. The soft water being under pressure, may, however, lift check valve 38 and enter chamber 37.. No soft water may flow through diaphragm valve 31 because that valve is closed. It is closed'by vir- ,tue of the` superior pressure applied from the top of the water softening tank through channel 46 and ducts 44 and ,45, to the cap of the diaphragm valve 31, supplemented by spring pressure. No hard water may escape through channel 46 because of check valve 62 and the fact that diaphragm valve 4 8 is maintained closed by spring pressure and by the water pressure of the tank against the plunger. Y

Upon theopening of any tap or faucet connected in the soft water distribution system, softV Water may flow fout through the soft Water outlet 17. At the same time, soft Water is permitted to How through port 95 through Va 'line 96 toa metering valve 88 in a predetermined xed proportion to the amount of soft water drawn through the rsoft water outlet, in the manner described in detail ,in my aforesaid co-pending United States application, VSerial No. 676,777. The soft Water metered out by the vmetering valve 88 iiows under pressure through a line 97 throughk a T-iitting 98 which is connected to the vacuum dash-pot 99 of a clock control unit of the type described in my copending United States application, Serial No. 693,481 led October 30, 1957, and thence through a line 100 to a T-itting 101 (which, in turn, is connected to the, throat of a venturi tube 102), and thence through tubing 103 to av salt strainer device 104 at the bottomN ofa brine generating tank 185 where it ycontacts stored'salt to. generate a brine solution for use regeneration of the mineral Water softening bed.

The construction of ,the salt strainer device 104 is described in detail in my co-pending United States application,V Serial No. 743,066, tiled June 19, 195 8, now Patent No. 2,972,412, and a preferred form of brine generating vessel is described in my `co-pending United States application, Serial No. 709,055, filed January 15, 1958, nowV Patent No. 2,985,514. Thus, in the operation of the Water softening system to soften Water, soft water is withdrawn from the distribution system for use as needed and this is furnished -by passage of hard water through the system Y pending United States application, Serial No. 693,481,`

Alternatively, in some installations, as, for example, Where soft Water consumption is fairly uniform, regeneration may be Vcarried out at predetermined fixed intervals, such as every day, or every other day, or every thirdday or the like. In any event, regeneration preferably is carried out during periods of minimumA Lsoft Water consumption, such Ias in the extreme early morning hours, as forexample, 3:00 am. Y

The regeneration cycle is initiated by action of thecontrol clock 106 operated by switch to 4energize a solenoid controlling valve 89. When this happens, the pressure of the hard water supply main is exerted through the hard water inlet 16 upon chamber 18 and through port 8,6Aand line 87 upon the valve 89. Since this valve is now open,- the Water at main pressure is permitted to flow through the valve for distribution as follows.

When valve 89 is opened, the pressure of the hard water supply line is exerted through line 107 uponone side of the two-way ball check valve element 28 and upon the upper side of the resilient diaphragm of ythe diaphragm valve 20. This pressure, plus auxiliary spring pressure, forces the diaphragm against the valve seat in the solid line position shown in FIGURE 6 to close valveZO. `Pressure upon the ball 28 prevents outward iiow'from the opposite side of the channel of the `two-way check valve.

When Valve 89 is opened, the pressure of the hardwater supply line is also exerted through line 108 upon the upper pressure chamber and diaphragm of diaphragm drain valve 48. The main pressure in the upper pressure Ychamber of diaphragm drain valve 48 is sufficient to overcome the pressure of the coil spring in that diaphragm valve and open that valve to chamber 47 so that water may then iiow from chamber 47 and out through one of the ports below the diaphragm to Ia drain or sewer. A constant flow control device 109 is .inserted between the valve 89 and line 110 to venturi tube 102 (or, more precisely, between lines 107 Vand 108 and line 110, as shown in FIGURE 6) in order to reduce the volume of the stream of water permitted to flow to `the venturi tube.

Thus, with the first phase of the regeneration cycle initiated and solenoid controlled valve 89 open, the pressure of the hard water supply main is applied against the diaphragm of diaphragm valve 20 to maintain that Valve closed, with the assistance of spring pressure. Hard Water'from chamber 18 is prevented from flowing yto the Vtop of the Water softening tank relieving the top of the water softening tank from the supply main pressure and also thereby relieving the top of the diaphragm .of diaphragm valve 31 from that pressure. Accordyingly, if any of the soft water taps lare opened during the perio-d of regeneration, hard water may now flow from the chamber 18 through the open diaphragm valve 31 to the chamber 37. Check valve 38 prevents'iiow of this hard Water into chamber 39 and tube 83. The hard water may, however, flow out through the soft water outlet 17 and in this manner, hard water is byfpassed during the regeneration cycle. If any water is drawn vfrom the soft Water -taps `during regeneration, a predetermined small proportion of this water will dow through port 95 to be metered by metering valve 83 into the brine generating vessel, rl`his loW, however, will be negligible since normally no water will be drawn from the Water distribution system during the regeneration cycle.

After initiation of the regeneration cycle the water flow released by opening of valve 89 maintains pressure upon the diaphragms of diaphragm valve 2d and diaphragm drain valve 43 in the manner described. The reduced flow through the llow control device 199 and line lid to the venturi tube 3.92 passes through a line lll. and through port M2. to the control valve means lifting check valve $3 and passing through channel 92 to chamber 39. Diaphragm drain valve 9d remains closed, during this irst phase of the regeneration cycle. As the water from line ll@ llows through the restricted throat of the venturi tube ltlZ it creates a reduced pressure within the throat which draws the brine from the bottom of the tani: ltl through the salt strainer unit 104 and up through the tubing lil and through the venturi tube for passage through line lll and past check valve 93 into chamber ls and channel g2 to chamber 39 at the bottom of the control valve means and at the top of tube 83 in the water softening tank.

Chamber E57 in the control valve means is at the pressure of the hard water supply main. rl`his insures that check valve 38 remains in place. rl'he brine solution is thus forced down through tubing 33 to the bottom of the bed 8l of mineral water softening material and is distributed on the bottom of the tank and forced upwardly through the mineral bed in ion exchanging relationship. The brine solution rises through the mineral bed to the freeboard 82 of the tank pushing the fresh water in the freeboard of the tank ahead of it and out through baffle means l@ and channel 46 to chamber 47. Since the pressure upon the diaphragm in diaphragm drain valve d3 n w holds that valve open, the water forced from the water softening ta l; passes through the drain valve d to a drain or sewer. Flow from chamber i7 is otherwise prevented by check valve o2.

After all of the brine in the brine generating tank has been withdrawn through the tube N3, the float valving element seats in the resilient valve seat of the salt strainer unit ldd and creates a suction within tubing E63 which, in turn, transmits itself through line tot? and tting 9S to the vacuum dash-pot 99 on the control clock. The vacuum exerted upon the dash-pct 99 of the control clock introduces a time delay of suflicient length to permit substantially all of the brine solution to pass through the mineral bed to the freeboard of the tank di?.

At the expiration of this delay period the clock control actuates microswitches which rie-energize the solenoid controlling valve E? and energize the solenoid controlling Valve 9d. When this occurs, pressure is relieved upon diaphragm drain valve it causing that valve to close. At the same time, pressure is relieved 4upon one `side of the two-way ball check valving element Z3 and would relieve pressure upon the diaphragm in diaphragm valve 62 except that, with solenoid controlled valve 96 now opened, the pressure of the hard water supply line is asserted through valve Stil and line lill upon the opposite side of the ball 23 to maintain the pressure upon diaphragm valve 20. The pressure of the hard water supply main is also asserted through valve 99 and line H5 on the top of the diaphragm of diaphragm drain valve 94. At the same time, water from line l'r passes under pressure through port 63 (lifting check valve 62) and passes through channel into the top of the water softening tank 89.

This inflow of fresh water to the top of lthe water softening tank forces Vthe brine left in the freeboard of the tank baci; down rthrough the mineral bed in the opposite direction and up through the central tube 83 so that the brine solution passes through the mineral bed twice, once in each direction. dual upllcw and downilow contact of the brine with the mineral water softening material thus provides double the contact time between the brine and mineral facilitating and insuring complete revitalization of the mineral.

The brine solution forced upward through the central tube S3 into chamber 39 passes through channel 92 to Chamber 113. Outflow from chamber 113 through port lZ is prevented by check valve 93. However, since diaphragm drain valve 94- is now pressurized, that drain valve is open and the brine solution passes through that valve and through the lower bowl of drain valve 4S to the drain or sewer. The flow of fresh water through solenoid actuated valve 9d is continued for a time period predetermined by the setting of the control clock sulhcient to insure removal of all of the brine from the mineral bed and to thoroughly rinse the mineral with fresh water.

At the end of this second phase of the regeneration cycle, the clock control actuates microswitches to de-energize the solenoid controlling valve 9@ and to energize the ysoleno-ids controlling valves S9 and 91. When this occurs, diaphragm drain valve 94 is again closed, diaphragm drain valve 4S is again opened and diaphragm valve 20 remains pressurized, but from line 107, instead of line lli, because of the shift in position of the two-way ball check 23. Fresh water is iniected from valve 59 into port 11.2 and lthrough tube S3 to the bottom o-f the mineral bed, in the manner heretofore described for the introduction of the brine, but because of the relatively low volume of this dow, it is supplemented by a further ilow through valve 91 and line llo to port 112. This larger volume supplemental flow ilushes and rinses the mineral bed in its upflow passage to remove any traces of brine or other contaminate which may remain after the previous downdow rinsing.

This third phase of the regeneration cycle is allowed to continue for a time suflicient to insure complete washing of the mineral bed. At the end of this period, the control device deenergizes all of the solenoids so that valves S9 and 91 are then closed Iand the system is returned to its normal water softening function. This means that diaphragm valve 2d is depressurized, diaphragrn valve 51 is pressurized, and diaphragm valves 43 and 9d are both depressurized, but maintained closed by spring action. With the system returned to its normal condition, the next water softening cycle is initiated.

The system described is but one in which the baffle means of this invention may be used. By simple modi- Iication of its structure, the control valve of the system and the baffle may be utilized in other water softening systems. Gne example of such a system which is somewhat simpler than that described in detail with reference to FIGURE 6 is one having a two phase regeneration cycle in which the second passage of the brine solution in contact with the mineral bed is dispensed with. This introduces a number of simplifications into the system. As an example, the second diaphragm drain valve 94 may be eliminated and a threaded opening in the top of chamber 113 may simply be fitted with a solid plug. At the same time, check valve 62 is no longer necessary and port 63 may be plugged. The diaphragm valve Ztl may simply be pressurized by the line 167 alone so that the two-way check valve in the diaphragm valve 2G may be eliminated. Solenoid controlled valve is no longer necessary.

ince the second flow of the brine solution in contact with the mineral bed has been eliminated, there is no need for the time delay in initiating the second stage of the regeneration cycle and `the vacuum dash-pot 99 on the control clock along with the switches controlled by the dash-pot `are no longer necessary. It will be apparent that other arrangements may be made whereby the number and sequence of phases in the regeneration cycle may be varied at will, along with the direction of ows during each of the phases. The control Valve is versatile Iand adaptable to meet the operating demands of virtually any water soften-ing system and the baffle functions similar in each such system,

vI t is apparent that many modifications and variations of this invention as hereinbefore s et forth may be made without departing from the spirit and scope thereof. The specific embodiments described are given by way of example only and the invention is limited only by the terms of the appended claims.

I claim:

1. Incombination, a control valve means for an automatic water softening system, said val-ve being connected to a'water softener tank forming part of such a system and comprising a hard water outlet port to said water softener tank, a soft water inlet port from said water softener -tank and a drain channel from said water softener tank,gthe soft water inlet port being a central channel in an annular collar projecting from the bottom surface of said control valve means, said hard water outlet port and drain channel being disposed on opposite sides of said projecting annular collar; and a bae means disposed against the bottom surface of said control valve means, said baties means comprising an annular vertical outer wall, the -top edge of which abu'ts against the-bottom surface of said control valve means, an arcu-V ate horizontal bottom wall disposed within the periphery of said outer wall spaced from ythe bottom of the control valve means, a central opening in said bottom wall fit with a slide fit about the outer periphery of said annular collar enclosing said soft water inlet port, said bottom wall extending around between about 80 and 90 percent of the inner periphery of said outer wall, the space between the opposed edges of said bottom wall defining a port communicating with the annular chan-V nel dened by the bottom surface of the control valve means, the bottom wall of the bale means, the inner periphery of said annular vertical outer wall and the outer periphery of said projectingyannular collar, a bar- Iier wall extending upwardly from one edge of said bot-V 'tom wall adjacent one side of said last named port, said barrier wall being co-ex-tensive in width with said arcuate bottornwall and co-extensive in height with said annular outer wall, said bathe means being vsecured Vto said control valve means so positioned as to enclose said hard Water ou-tlet port and said drain channel and so that the barrier wall lies between the hard water and outlet port and said port from said bathe means whereby incoming hard Water follows a circu-itous course from said hard -water ofutlet to said port from the bathe means.

2. A water softener bathe in combination according toclaim 1 further characterized in that said barrier wall is vertical and generally radial.

' 3. A water softener bafe in combination according to claim l further characterized in that the edge of said bottom wall adjacent ysaid port opposite from said barrier Wall is beveled Iand is inclined inwardly in the horizontai plane at an angle between about 5 and l5 degrees from a radius line. i y

4. A water softener baffle in combination according to claim 1 Vfurther characterized in that the outside bottom surface of said bottom walll is provided with a plurali-ty of notches adjacent said central opening to facilitate secure attachment of said batiie to a water softener conftrol valve body. y

' 5.A A water softener baftie in combination according to claim 1 fur-ther characterized by being formed in one integral piece of rustproof and corrosion-resistant synthetic resinous material.

References Cited in the tile of this patent UNITED STATES PATENTS .2,620,299 Deters et al. Dec. 2, 1952 UNITED STATE@v PATENT OFFICE CERTIFICATE 0F COR ECTION Patent No, 3,079,949 March 5, 1963 Stanley A. Lundeen It is hereby certified that error appears in the above numbered patent requiring correction and that the said Letters Patent should reed as corrected below.

.Column 2, line LO, for "inlent" read inlet column 3, line 25, for "elements" read element column 6, line 29, for "from a" read form of column l1, line 22, for bles" read baffle column l2, line 9, strike out Signed and sealed this 24th day of September 1963 (SEAL) Attest:

'ERNEST w. SWTDEE DAVID L- LADTD Attestillg Officer Commissioner of Patents 

1. IN COMBINATION, A CONTROL VALVE MEANS FOR AN AUTOMATIC WATER SOFTENING SYSTEM, SAID VALVE BEING CONNECTED TO A WATER SOFTENER TANK FORMING PART OF SUCH A SYSTEM AND COMPRISING A HARD WATER OUTLET PORT TO SAID WATER SOFTENER TANK, A SOFT WATER INLET PORT FROM SAID WATER SOFTENER TANK AND A DRAIN CHANNEL FROM SAID WATER SOFTENER TANK, THE SOFT WATER INLET PORT BEING A CENTRAL CHANNEL IN AN ANNULAR COLLAR PROJECTING FROM THE BOTTOM SURFACE OF SAID CONTROL VALVE MEANS, SAID HARD WATER OUTLET PORT AND DRAIN CHANNEL BEING DISPOSED ON OPPOSITE SIDES OF SAID PROJECTING ANNULAR COLLAR; AND A BAFFLE MEANS DISPOSED AGAINST THE BOTTOM SURFACE OF SAID CONTROL VALVE MEANS, SAID BAFFLES MEANS COMPRISING AN ANNULAR VERTICAL OUTER WALL, THE TOP EDGE OF WHICH ABUTS AGAINST THE BOTTOM SURFACE OF SAID CONTROL VALVE MEANS, AN ARCUATE HORIZONTAL BOTTOM WALL DISPOSED WITHIN THE PERIPHERY OF SAID OUTER WALL SPACED FROM THE BOTTOM OF THE CONTROL VALVE MEANS, A CENTRAL OPENING IN SAID BOTTOM WALL FIT WITH A SLIDE FIT ABOUT THE OUTER PERIPHERY OF SAID ANNULAR COLLAR ENCLOSING SAID SOFT WATER INLET PORT, SAID BOTTOM WALL EXTENDING AROUND BETWEEN ABOUT 80 AND 90 PERCENT OF THE INNER PERIPHERY OF SAID OUTER WALL, THE SPACE BETWEEN THE OPPOSED EDGES OF SAID BOTTOM WALL DEFINING A PORT COMMUNICATING WITH THE ANNULAR CHANNEL DEFINED BY THE BOTTOM SURFACE OF THE CONTROL VALVE MEANS, THE BOTTOM WALL OF THE BAFFLE MEANS, THE INNER PERIPHERY OF SAID ANNULAR VERTICAL OUTER WALL AND THE OUTER PERIPHERY OF SAID PROJECTING ANNULAR COLLAR, A BARRIER WALL EXTENDING UPWARDLY FROM ONE EDGE OF SAID BOTTOM WALL ADJACENT ONE SIDE OF SAID LAST NAMED PORT, SAID BARRIER WALL BEING CO-EXTENSIVE IN WIDTH WITH SAID ARCUATE BOTTOM WALL AND CO-EXTENSIVE IN HEIGHT WITH SAID ANNULAR OUTER WALL, SAID BAFFLE MEANS BEING SECURED TO SAID CONTROL VALVE MEANS SO POSITIONED AS TO ENCLOSE SAID HARD WATER OUTLET PORT AND SAID DRAIN CHANNEL AND SO THAT THE BARRIER WALL LIES BETWEEN THE HARD WATER AND OUTLET PORT AND SAID PORT FROM SAID BAFFLE MEANS WHEREBY INCOMING HARD WATER FOLLOWS A CIRCUITOUS COURSE FROM SAID HARD WATER OUTLET TO SAID PORT FROM THE BAFFLE MEANS. 